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WINDOW PERMITDate PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ! / /Z9/9 Job Address y 5/7 NE 91 %}-rec+ Legal Description Historically Designated: Yes No X bGnni G• Varonq � D (Own9tessee / Tenant A/ �e tIu 5 Varona Master Permit # 1S Owner's Address SAM E Contracting Co. Vvota) )) Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Tax Folio Phone)( @O5) Z 31- O 2 &4 Permit Type (circle one) BUILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTIONX L r � ovu 5 (8 0.30 E. i1U1J5 - r Cdl.,21 Square Ft. Estimated Cost (value) 6 E3 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date o : • as o ontrac . - , Owner - Builder '— � ate My Commission Expires: My Commission Expires: FEES: PERMIT RADON C.C.F. - 6 NOTARY Signs f . ontracto 'Ider Date Doris Paws Commiea►bn # 00 11Zli Expires -. Ma 11 WO Bonded Thrti • 41 ▪ , Atlantic Flnndh g If4,� in BOND /1 TOTAL DUE 5 0 APPROVED: Zoning Building r ` v it Electrical Mechanical Plumbing Structural Engineer MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99-0601.02 Expires:09 /26/2002 Approved: 09 /09/1999 Internet mail address: postmaster ©buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) New Age Windows & Doors Corp. 6940 N.W. 74 Street Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Aluminum Single Hung Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.ct. New Age Windows & Doors, Co. ACCEPTANCE No.: 99- 0601.02 APPROVED : SEP 0 9 19 EXPIRES : September 26, 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 98- 0310.08, which was issued on October 22, 1998. This approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Aluminum Single Hung Window and its components shall be constructed in strict compliance with the following document Drawing No. W95 -45, Sheets 1 thru 3 of 3 titled "Aluminum Single Hung Window ", dated October 17, 1995, with revision B dated September 19, 1998, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official 'or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Man el Perez, P.E., Product ' . trol Examiner Pro • . '•ntrol Division 2 of 3 New Age Windows & Doors, Co. ACCEPTANCE No.: 99- 0601.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS SEP 0 9 1999 : September 26, 2002 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date - may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 14/ ,./ Manue ' erez, P.E., Product Contr Produc C • . 'vision 3 of 3 MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Gopi Glass Sales & Services Corp. 7450 NW 41 Street Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375-2902 FAX (305) 372 -6339 Aluminum Tube Mullion under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0331.02 Expires: 03/28/2002 Approved: 06 /10/1999 Internet mail address: postmaster ©buildingcodeonline.com MIAMI - DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO - DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 • Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco • uintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Lr. Homepage: bttp : / /www.buildingcodeonline.com Gopi Glass Sales & Services Corp. ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 99- 0331.02 JUN 1 0 1999 March 28, 2002 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 1212.13, which was issued on March 28, 1996. It approves a structural mullion system, as described in Section 2 of this Notice of Acceptance, designed tar comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Gopi Glass Sales & Services Corp. Aluminum Tube Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No. M95 -16, titled "Mullion Detailas ", prepared by Al- Farooq Corporation, dated December 5, 1995, Sheet 1 through 3 of 3, bearing the Miami -Dade County Product Control Approval . stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to structural mullions to be installed vertically or horizontally, as shown in the 'approved drawings. 3.2 Mullions are to be used only to support windows and/or doors with a current Notice of Acceptance. 3.3 Both mullion (size and span), as well as anchor (type) selected design pressure rating, per load charts, must each meet or exceed the pressure requirement for the opening in which it is to be installed. 4. INSTALLATION 4.1 The structural mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion cannot be installed as part of an impact resistant unit. 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 The Notice of Acceptance of each window or door to be attached to the mullion. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manuel erez, P.E., Product Co Qj= xaminer Produc C ntiol Division 2 of 3 Gopi Glass Sales & Services Corp. ACCEPTANCE No. : 99- 0331.02 APPROVED NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 3 of 3 JUN 1 0 1999 EXPIRES • March 28, 2002 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. • 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 and 2 and this last page 3. END OF THIS ACCEPTANCE de .41 Manu Perez, P.E., Product Con of xaminer Prod - ontrol Division ' 3.000 4.000 5.000 6.000 1 2.000 INSTRUCTIONS: - INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 _STEP STEP 3 STEP 4 STEP 5 STEP 6 TYPICAL WINDOW FRAME DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88, FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENT'S. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL. SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3. AND ANCHOR GRAPHS ON SKEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 2.000 -1 3.000 -- TYPICAL GLAZING PRODUCT 4.000 --i MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1 PRODUCT RENEWED ACCEPTANCE No. Q 9 Q 33 t- O Z EXP RATION DATE C ' _ By PR BUILD APPn0VF.0 AS COMPLYING WITH 'MT ; SOUTH FLORIDA EJ!LDING CODE PRODUCT`20[STROL DIVISION BUILDING CODE COMPLIANCE OFFICE .CL:EPT.NCE NO 2. a. CONTROL DIVAS CODE COMPLIANCE 0 CE RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS LE. WINO LOAD, AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUA.1OS 2. ANCHOR EMBEDMENT TD BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC,) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4, ALL MUWONS TO BE ALLOY 6063 -T5. ENGINEER: HU1L.iXOUN FAROOQ P£ f 1655) • • - r c 0 . i n 0 ,0 0 0 1 ) drawing no. tM95-1 6 (sheet 1 of 3 - 0 5/3 N • 3/ ..L 5P N 20 •1`x2x1/8 ALUM. 11,6E R R6 ITTa 01X2 MULLION LOAD CHART 4 2 TLHE Ro rrca c2XS 11 \\rvs, L.�. .Wow ~ 1111r►\r► INIMIErr►�1 111 ■ \\r \rrr \err■ 111111111•1111111111111111118111111• ~ ■►�a��rrrrrrr►r ID �∎1r11r 1r�11rrr► ►11ar��rrrr► rrrr m ��r���r►�rr�rr■ rr■1��rrrrrrrr @ .111.311r.11r111,r 111►11r1■1r11rr►1111r1101 ►\11111111111111r► rr \rrr ■r►1M1rrrrrr01r araar►rr►rrra ��aaarr►rr►�rr 111111111WEICIIIMMIIIIENI r■ ■rMrrrrrrr►r 30 40 SO 60 70 80 TRIBUTARY WIDTH - INCHES 20 30 .40 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A.8, OR Cl HOR12ONTAL MUWON MULLION LOAD CHART S0 60 70 80 CLA7_ HC PRODUCT 4lAZ!!1C P�ROOUCT GLAZING PRODUCT V 0 MULLION SPAN 1 ID O ID ID MJLLION LOAD CHART riMrrr 2 - x6 - x1/8" ALUM. TUBE A6 STCa 62X6 11 1 "x3 "x1/8' ALUN. TUBE ITCCI 67 X7 R R0 20 30 40 50 60 70 80 TRIBUTARY WIOTH - INCHES MULLION LOAD CHART .d.r.\r.imumm rr 111111141M111 I1UM►` EMMI r7r■ MINOMMEMEMEMME MMEMr\\rrrrr,a MUMEMMEMMEMME IIIMEMOMEMMEMEM MEMMEMMOMMEMM iiEriIMMI NIrri r\1ii\MIEMMSrr■ MEMEMMUMMEMBE rrMrar►Uarrr. MEMMAIMEMMEMEMM rrr1ROMME Irma ■rrrial MEMOir ■rirr IMUMENri 20 30 ' 40 50 60 70 80 TRIBUTARY WIOTH - INCHES VERTICAL MUWON V2 TRIBUTARY WIDTH = W1 + W2 2 PA 1` xt"x1 /8" ALUN. TL6E ,.ammig, R0 InCt 0'14 L IIkIIiiiIIIII 111111r► \r► \r ►\rrrr m 111ramarlr►1rr■ irl \r 1.1ri0r■11rr ° r111■•■ \r\\r11111111r ° m rO11111r11rra111■11 m N ::;�rr \rrrr. " '' 'iri"\r� \r i�r►�r \rr \ \rr r►111111 'ter \rr \ \r ►r►r■I��r►�rr IIIMP irri151r110.i 20 MULLION LOAD CHART 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAO CHART ANCHORS TYPE A RCCT -Y7 ■i mama= mammal. umaimst 1111WHOOM MILMEGIMEN■ 'MU 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A.B. OR C N 0 ID 0 co ¢ ID J 2 H t O@ 0 MULLION LOAD CHART 2 x3 x1 /8 AL um TUBE r.r'\rUL•■ a 2a immumwmammilm ■rs�\r ►�rr � mrri►\r► a►a ammummaammi ■ err\ rurmorm r \\rr1111 a "Itli EIMINUMMILMNIIN ►�iirr�ir►�►\ �ri�rrr� EMMEMMEMOMMEM r<rr\rrrERMEM \ri.riLI EIMILIMMIN u mmai ■S ANCICRS TTPE 11M\\►\l\OMMI rrrr MM\tiiMUWrrr UMMINIIMMEMMEMM ►l1\i►INEWiMirrrr UMMEMUMEMMEME WOMUMMIRMEMWMU MUMMEMMOMMOIMM MWWWWWWWWWW MMLIMEMMEMMOM MMENAMMEMEMME rEMMiiiEi\\O ■MMUMr► aaaEeSI rrrrrlNSIM►aar► ■rrri\:ORMWOMM EMMEMEMMORMEM ■rrrrrriiiiuM rrrrrrrrMERNE 20 30 40 SO 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES PRODUCT RENEWED ACCEPTANCE No. CO.-",-.0 . 1 2 )3 t . EXTIRATION DATE 7.007 DUCT CONTROL DIVISI •GQMPLIANCE 0 ID N ID TUB , r►��1SOMm �r err ■\11��r�r ■ \ri \■ �L1i►\rririii ►� ■�!�1 \\r■\ �r►�rr► 1 \r ► \iirr \rr,rr \\r<\rl \rriir.!\r tr►Mri3rrrarr►` r►\r��r�rr�i�rr 811•11111111131111•11111111111111101 ��r1►�rr��r►r�r■ i�r,rr`ir ►\rr NILII iirr ► \r'\■ ►�rrr,�l�r'�rr► iiiiriirrii� ►�iririirrr� i�iriirriirr 2xt'x1 /8" ALUM. .0 nca c2X( 20 30 40 S0 60 70 80 TRIBUTARY WIDTH - INCt -IES M1►'►1\'1UMUMEiiMr MENUMEMEMMEMM wurommmmmom MERMILIMMOMMEMM MMIAMMMMEMMIR 101111111111M ►iii \ri' MMUMU►r,ri � i IMMEM \iMU MISMOMMEMME riMMOM'i:I e rr IMME NNIM MMEMEMMUMM F EMME `MINIMM rrrr►►aaa■ rrr rlrrr►►U;E AmstORS TYPE C IrMi •C FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3. 20 30 40 50 60 70 80 TRIBUTARY WIOTH - INC1-ES AFP{?Oi;U AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT HA -- Z 994 BY PROOUC O':TRGI DIVISION : JILC ;G CODE COMPLIANCE OFFICE 1CCEPTANCE NO."15- I Z L Z -- BULLION LOAD CHART ANCHOR LOAD CHART ENGINEER; HUTAAYOUN FAR000 PE 16557 ) vi 0 0) v 5- C L1 U -d L EL O o Q O 0. U h a .0 0 0 0 Y 1 `J b no. r drawing M95-16 sheet 2 of 3 MUWON 2 X 2 X 1/8' ALUM ANGLE 2 X 2 X 1/8' ALUM ANGLE 1 14 S.M.S. 2/ ANGLE MUWON 2 X 2 X 1/8' ALUM ANGLE 2 -5/8' LONG .:'. PRECAST CONC SILL MIN ANCHORS TYPE 'A' C ' • f 14 S.M.S. 1 -1/4' MIN. EMBED INTO WOOD 1/ ANGLE • Q 1.500 f 14 S.M.S. 2/ ANGLE PRECAST SILL CONC. 3/16 MA. TAPCON 1 -1/2 MIN. EMBED 1/ ANGLE 2 X 2 X 1/8' ALUM ANGLE 14 S.M.S. 2/ ANGLE MUWON 2 X 2 X 1/8' ALUM ANGLE 2 -5/8 LONG ANCHORS TYPE 'E3' 14 S.M.S. 1 -1/2' MIN. EMBED INTO WOOD 2/ ANGLE 1111111 nttrarmsq. MUWON 3.000 —4- MIN 2 X 2 X 1/8' ALUM ANGLE f 14 S.M.S. 3/ ANGLE MUWON 7 2 X 2 X 1/8' ALUM ANGLE - 3-5/8 LONG PRODUCT RENEWED ACCEPTANCE No. 1 ck- 03•51. O Z EXPIRATION DATE By PR BUILD CONTROL DIVISIO DE COMPLIANCE 0 ANCHORS TYPE 'C' 1.500 `MIN 2 • NOTCH W000 BUCK TO ACCOMODATE CUP ANGLES TO MASONRY • • 1 • • 9 . • d •. 4• - 4 . CONCRETE OR * CONC. FILLED BLOCKS 1/4' 0 TAPCON 1 -1/4' MIN. EMBED 2/ ANGLE 3.000 MIN WOOD BUCKS NOT BY GOPI GLASS MUST SUSTAIN LOADS IMPOSED. APPROVED AS COMPLYING V /ITH THE SOUTH FLORID.`. RI.n OING CODE 5A1 . .H C RCH _ PI:UbUC OIUTROL DIVISION, BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. E' 1 13 ENGINEER HUI.UYOUN fAR00C PE If 16357 0 C 0 C ) •v 0 1 1 C drawing no. M95-16 D.L. OPG. (FIXED) A i %/ ~ 3/16' -ANN. GLASS B - WINDOW DIMS. 3/18" -ANN. GLASS WIDTH HEIGHT _ 49 1/8 I D.L. OPG. 50 1/2" DESIGN LOAD CAPACITY - PSF ALUM. SINGLE HUNG WINDOWS (1 OVER 1) WINDOW DIMS. 3/18" -ANN. GLASS WIDTH HEIGHT EXT. INT. 19-1/8" 60.0 121.0 26-1/2" 60.0 121.0 37" 26" 60.0 89.8 (3) • 60.0 62.6 53-1/8 19-1/8 60.0 121.0 26-1/2' 60.0 113.3 38 -3/8" 60.0 81.1 37' 53 -1/8 (4) 60.0 -0 56.5 19-1/8' 60.0 121.0 26 -1/2" 60.0 107.3 50 -5/8" 60.0 76.9 37" 53 -1/8 (5) 60.0 53.5 19-1/8" 60.0 121.0 26 -1/2" 60.0 97.0 37" 56" 60.0 69.5 53 -1/8 (5) 58.7 48.4 19 -1/8" 60.0 121.0 26-1/2" 60.0 103.5 37" 63" 60.0 74.1 53 -1/8 (6) 54.6 51.6 19-1/8" 60.0 121.0 26-1/2' 74-1/4' 60.0 102.5 60.0 73.4 37' - (7) 50.1 50.1 * NO. IN PARENTHESIS INDICATE NO. OF ANCHC BASED ON FTL -1804 DATED 12 -22 -97 DESIGN LOADS = +50.0. -50.0 PSF WATER INFILTRATION TEST = 9.0 PSF TESTED GLASS = 3 /16 "- ANNFAI Ff) ID w 0 0 z d - - 53/8' 2 1/2" 9 1 Lt c w 6 1/4" ro x 6 1/4' 0 g �4" n z -1 3 8 ss 7 1/2' _ 7 1/2' RS PER JAMB. 0 u) 0 w 0 0 z 5 5/8" 12' 9 1 o 6 1/4" 7 91 - 1 /4" 7 1/2" 0 w x 0 z 1 12" -4 9 1(2' 61 /4" 7i/4" 7 1/2" i7 w x 0 0 z ANCHOR SPACING AT JAMBS FOR VARIOUS HEIGHTS 7 1/4' 11 1/4" 10 3/4" 1 11 2' 4 9 1 6 1/4" L_ 7 1/2" BY CENTER ANCHOR ® HEAD & SILL REQD. ON 3W WINDOWS ONLY ALL SMALLER WIDTHS USE 2 ANCHORS PER HEAD /SILL PRODUCT RENEW ACCEPTANCE Na crl t - b l•02. 2. 'len W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. CHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. EXPIRATION DATE DUCT CONTROL DIVI G CO PE COMPLIANC i FFI Engr. DR. HUMAYOUN FAR000 STRUCTURES FlA PE # 16557 P 22 1 53 1/8' WINDOW WIDTH 49 3/4" VENT WIDTH TYPICAL ELEVATION 1 OVER 1 TESTED UNIT IMPACT RESISTANT SHUTTERS REQUIRED D 6 1/4 "MAX. TYP. NOTES; AHIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING LEODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. APPROVED AS COMPLYING WITH THE SOUT F 'R'DA BUILDING CODE DAT V .774710357-4100 . 1' • BY PRODUC '' . 01 D!V!SON BUILDING CODE p COMPLIANCE OFFICE ACCEPTANCE NO. -_l$ I z 0 0 0 ) c 0 En L. In 0 0 eti U) 0 0 2 co Z H (a NM Q W Q) Z�M N 0 0 rn CO 0 n ) c 0 a • 0 N 0 0 0 x 0 o! 0 0 4 x co ci m 3 0 v n ) drawing no. W95 -45 � chmot 1 of ITEM O PART # REQD. DESCRIPTION MATERIAL MANP. /SUPPUZR/REMAREB 1 - 1 FRAME HEAD 6063 -T6 INDALEX OR EQUIV. 2 - 1 FRAME SILL 6063 -T5 INDALEX OR EQUIV. 3 - 2 FRAME JAMB 6063 -T5 BENADA OR EQUIV. 4 - 1 MEETING RAIL 6063 -T5 BENADA OR EQUIV. 5 - 1 VENT TOP RAIL 6063 -T5 BENADA OR EQUIV. 6 - 1 VENT BOTTOM RAIL 6063 -T6 INDALEX OR EQUIV. 7 - 2 /VENT SWEEP LATCH AT EACH END OF TOP RAIL ZAMAK - 8 - 2/ VENT VENT SIDE RAIL 6063 -T5 BENADA OR EQUIV. 9 - 2/ CORNER FRAME ASSEMBLY SCREWS - * 10 X 3/4' P.H. PHILIPS CRS 10 - 2/ CORNER VENT ASSEMBLY SCREWS - R 8 X 3/4' P.H. PHILIPS CRS 11 - 2/ VENT LATCH AT EACH END OF BOTTOM RAIL 6063 -T6 INDALEX OR EQUIV. 12 - AS REQD. FIN SEAL PILE (.187 X .250) - ULTRAFAB 13 FP- 389 -AV AS REQD. BULB WEATHER STRIP (.185 X .250) VINYL PROTOTYPE PLASTICS 14 860 AS REQD. BACK BEDDING SILICONE PECORA CORP. 15 - AS REQD. GLAZING BEAD ALUMINUM ROLL FORMED 16 3530 2 BLOCK & TACKLE BALANCE 2 5/8' BOX, WIND ❑W COMPONENTS 17 - 2 TAKE OUT CLIP AT t3' FROM TOP RAIL STEEL AT EACH JAMB 4 0 z 0 a TYPICAL ANCHORS SEE ELEVATION FOR SPACING B) 1 BY OR 2 BY WOOD BUCK 4 a d c5 a 0 1/4" DRAIN NOTCH AT EACH END OF INTERM. SILL FLANGE 5/8" DRAIN NOTCH AT EACH END OF SCREEN RETAINING LEG oV If 4 4 x . N WOOD BUCKS NOT BY NEW AGE WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • 4 4 V d 0 1 1 BY OR 2BY W000 BUCK TYPICAL ANCHORS: SEE ELEV. FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 3/16" TAPCONS WITH 1 -3/8" MIN. EMBED INTO WOOD. THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 3/16" TAPCONS WITH 1 -1/4" MIN. EMBED INTO MASONRY GLAZING METHOD: EXTERIOR GLAZED WITH ALUM. COLORED ADHESIVE BEDDING COMPOUND 'PECORA # 860' AND ROLL FORMED ALUM. GLAZING BEAD MIN. GLASS BITE = 1/4" TYPICAL SEALANTS: ALL FRAME AND VENT CORNERS, AND INSTALLATION SCREWS AT SILL, SEALED WITH ALUM. COLORED SEALANT 'PECORA NO. 860' LATCH OPTIONS: SPRING LOADED LATCH AT EACH END OF BOTTOM RAIL OR SWEEP LATCH AT EACH END OF TOP RAIL x N TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY OR 2 BY _ WOOD BUCK r rt i Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE / 16557 PRODUCT RENEWED ACCEPTANCE No.cri - Q 60 ( • 0 'L EXP ' TION DATE S By P BUIL ' CODE COMPLIAN C)D11 t T CONTROL DIVIS VENT WIDTH D.L OPG. (VENT) EXTERIOR WINDOW WIDTH D.L OPG. (FIXED UTE) TYPICAL ANCHORS _ SEE CHART FOR SPACING -200 1/4" SHIM MAX. I D O APPRaVED AS 'CCMP'_Yi1IG WITH THE SOUTH F,( OW ?.% .U:LO :T1G - CODE reI BY PRODU )t;T;?0!. D!V!S:ON BUILDING''COUE(CCMPL:A:It OiFiCE AZ`6'E`PTKNCE`NO. 9 % -t 3i 0.0 i ai 0 .) B 0 v ) In CC 0 O (0 (0 J ) c 0 a 0 0 a m 0 0 ,c x a) W of X a, as Oi u c ) drawing no. W95 -45 /1 e T FRAME HEAD .875 1 .812 .437 .874 1.312 .062 TYP. MEETING RAIL VENT TOP RAIL 1.812 1.346 .054 TYP. VENT BOTTOM RAIL VENT LATCH 1 _1.000 1 .812 1.039 .062 TYP. SASH SIDE RAIL 1.327 .062 TYP. —'— I 2.733 656 1— 2.116 .062 TYP. L374 2.043 VENT TOP CORNER VENT BOTTOM CORNER PRODUCT RENEWED ACCEPTANCE Na b Z E 'RATION DATE By 114 ODUCT CONTROL D B ODE COMPLIAN Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE • 16557 drawing no. W95 -45 FRAME TOP CORNER FRAME BOTTOM CORNER APPP.EiVED "AS r COMPLYING W.TH THE SOUT 'FL RPBUILD!NG CODE DAT BY PRODUC ROL DIVISION BUILDING ;CODE COMPLIANCE OFFICE ACCEPTANCE NO q.-011.0.0% BUILDING 2 "" MIAMI SHORES VILLAGE, FLORIDA DATE_ J i Cr 3 19-- ELECTRICAL PLUMBING o PERMIT N9 6262 2 6 2 Contractor's t---; ROOFING El License No. ❑ Work to be performed under this Permit / / Owner of Building Architect Contractor or Builder Legal Lot Description Address of Building CONTRACTOR OR BUILDER Bl. Subdi- vision Value of 11 Amount of Project $ 11 Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes reton- sibility for work done by his agents, servants or employees. 1,, ,e, \ ) ,,i Signed -- -' -(' -` s, l ,, z In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinance sad regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Sho s Village. In ao cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY AY IIOT Vi a`.'. ' MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Estimated Total cost of improvements $ Zone cubage required Distance to next nearest building Maximum live load to be borne by each floor APPLICATION FOR BUILDING PERMIT Block Subdivision State work to be done Z." 4 601 - 21- — New Building Remodeling Street and Number where work is to be done - d__ -" , _J .q- Date and purpose of building (by floors) ____ z. L v ca.) .,1 dst_sn) 4?L j A "-No Street 5 3.1 ,.co A- t- 41 97— C® / 7 ___ W aj Addition Repairs No. of Stories To be constructed of Kind p foundation oof Covering Amount of Permit $ _Plan Cubage Size of Building Lot I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for-this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the s' , e of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such c ntyagtors, " wo to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) 19 S )i 5/ and for no other purpose. STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No (Q__, __ ___ Date __3 - 3__ E!_ _- __$3•- Read, Sworn to and Subscribed before me. Disapproved d fa - - - --- -Date - -- �- -- - -- Notary Public, State of Florida ( Signed) Building Inspec My Commission Expires P V NING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.